Upgradation of Infrastructure of Jorhat Institute of Science and Technology, Jorhat under TEJASVI NAVADHITAMASTU EDU-INFRA FUNDS under SOPD-ODS during the year 2018-19 (Improvement of Internal Road with Drain).

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree of girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and dioposal of top organic soil not exceeding 150 mm in thickness as per technical Specification Clause 201.0 (i) By Manual Means. A. In area of light jungle.

Embankment Construction with Material Obtained from borrow pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compaction of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). From Private land.

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement table 300.2 (a) (Including cost of testing of materials at site and laboratory as directed by the deptt.) with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private Land.

Sand Filling in foundation trenches as per drawing & technical specification.

Construction of granular subbase by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotovator at OMC and compacting with Vibratory Roller to achieve the desired density complete as per Cl 401 (with an initial lead of 5 Km). (i) For grading -I Materials

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with vibratory roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interestices of coarse aggregate, watering and compacting to the required density. (With an initial lead of 5 Km) By Manual Means, WBM Grading III, (c) Using screening Type-B (11.2 mm Agg)

Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matters, dressing of sides and bottom and backfilling with approved material. 1 Ordinary Soil (A) Manual Means (I) Without dewatering (i) Upto 3 m depth.

Providing and Laying Inter Locking concrete Block pavement having thickness 80 mm as per drawing and Technical Specification Clause 1504.

Construction of Unlined surface drains of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309 Excavated material to be used in embankment within a lead of 50 m (Average lead 25 m).

Shifing of Electricals. [Maximum Amount: Rs 5,00,000.00. Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 10% above, then the rate will be 1.1 and if one quotes rate 10% below, then the rate will be 0.9, for As Per, rate to be quoted as 1

DHB Multipurpose Engineering Enterprise